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HYDRO23186
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HYDRO23186
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Entry Properties
Last modified
8/24/2016 8:43:48 PM
Creation date
11/20/2007 3:36:10 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1994082
IBM Index Class Name
Hydrology
Doc Date
1/26/2004
Doc Name
4th Q 2003 Pond Inspections
From
Seneca Coal Company
To
DMG
Permit Index Doc Type
Sediment Pond Inspections
Media Type
D
Archive
No
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- PERIODIC INSPECTION FORM <br /> Water, Sediment, or Slurry Impoundments <br /> <br />INSPECTOR <br />'S NAME: Dennis Jones ? <br />DATE: ~(~^~ ^~ 3 <br />NPDES I.D . NO.: CO-0000221 D.P. 011 p <br />- <br />^~S -03 <br />FACILITY CONFIGURATION: Cross-Valley Pond DATE LAST INSPECTION: ! <br />SITE NAME : Pond #011 LOCATION: NE'/, SW~/„Sec . 16, T5N, R87W <br />MINE NAME : Yoast Mine(Seneca Coal Co) LOCATION: 8.5 mi. SE of Hayden, CO <br />MINE I.D. NO.: CMLRD Permit No. C-94-082 OWNER'S REP.: Gregg Kitchen, Gen Mgr <br />Circle or write in appropriate response <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />e <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 <br />Foundation preparation (removal of vegetation, stumps, topsoil: Yes <br />Lift thickness: 8 in. <br />Compaction according to approved plan: Yes <br />Burning (specify extent and location): No <br />Angle of slope: 3.0:1 upstream, 2.8:1 downstream Total = 5.8:1 <br />*Seepage (specify location, color, and approximate volume) <br />From underdrain pipes: <br />At isolated points on embankment slopes: <br />At natural hillside: <br />Over widespread areas: <br />From downstream foundation area: <br />"Boils" beneath stream or ponded water: <br />Cracks or scarps on crest: <br />Cracks or scarps on slope: <br />Sloughing or bulging on slope: <br />*Major erosion problems: <br />Surface movements in valley bottom or on hillside: <br />*Erosion of toe: <br />*water impounded against toe: <br />Existing embankment freeboard: (normal = 5. 1') ryp p9c, <br />Increase Decrease in water level: <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />Cracks, bulging, or erosion on upstream face: Yes <br />Visible sumps or sinkholes in slurry surface: N/A <br />*Clogging <br />No <br />feet <br />feet <br />®o N/A <br />Spillway channels and pipes: Yes Ido N/A <br />Decant System: N/A <br />Diversion ditches: N/A <br />19. *Cracking or crushing of pipes <br />Spillway pipes: Yes ® N/A <br />Decant system: N/A f <br />20. Trash racks clear and in place: N/A p~~ qOO 41, <br />t k d ~wc-Q. <br />*Major adverse changes in these items could cause instability and should be reported to <br />the Engineering Manager and Mine Superintendent for further evaluation. Adverse <br />conditions noted in these items should normally be described (extent, location, volume, <br />etc.) in the space on the back of this sheet. <br />
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